摘要
针对常德至吉首高速公路红层地区软岩中发生滑移弯曲类破坏模式进行分析研究,探索红层软岩边坡发生滑移弯曲的特性、滑坡成因及失稳机制。
Aimming to the flexural slumping of the soft rock in the red beds area along the expressway Changde to Jishou, the failure model of this kind of fracture was analyzed. The causes of landslide and instability mechanism of the flexural slumping occurred in the soft rock slope were explored.
出处
《河北工程大学学报（自然科学版）》
CAS
2010年第1期42-45,共4页
Journal of Hebei University of Engineering:Natural Science Edition
关键词
软岩
边坡
滑坡成因
破坏模式
soft rock
slope
causes of landslide
failure mode
